| Date |
Text |
| 2014-06-12 13:26:27 | BUILDING PLAN REVIEW |
| | PERMIT: 14060385 |
| | ADD: 718 40 TH ST |
| | CONT: O/B TRIPP ODELL |
| | TEL: (561)206-7340 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. JUNE 12/ 2014 |
| | ACTION: DENIED |
| | |
| | 1) THE PERMIT APPLICATION INDICATES UNDER THE |
| | DESCRIPTION OF WORK TO REROOF PAPER & SHINGLES. |
| | SUBMITTED IS PAPERWORK (1 SET OF PRODUCT APPROVALS) |
| | FOR A FLAT DECK, NOT IN THE DESCRIPTION OF WORK. NO |
| | PRODUCT APPROVALS WERE SUBMITTED FOR SHINGLES NOR WAS |
| | THE PITCH OF THE ROOF PROVIDED. |
| | |
| | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.1 GENERAL. |
| | SUBMITTAL DOCUMENTS CONSISTING OF CONSTRUCTION |
| | DOCUMENTS, STATEMENT OF SPECIAL INSPECTIONS, |
| | GEOTECHNICAL REPORT AND OTHER DATA SHALL BE SUBMITTED |
| | IN TWO OR MORE SETS WITH EACH |
| | PERMIT APPLICATION. |
| | |
| | 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, THE |
| | CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND |
| | DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| | FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND |
| | RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. |
| | PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE |
| | COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE |
| | SPECIFIC SITE. |
| | |
| | 2010 FBC-R R905.2.7 UNDERLAYMENT APPLICATION. FOR ROOF |
| | SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL |
| | (17-PERCENT SLOPE), UP TO FOUR UNITS VERTICAL IN 12 |
| | UNITS HORIZONTAL (33-PERCENT SLOPE), TWO LAYERS OF |
| | UNDERLAYMENT COMPLYING WITH ASTM D 226 TYPE I OR TYPE |
| | II, ASTM D 4869 TYPE I OR TYPE II, OR ASTM D 6757 SHALL |
| | BE APPLIED IN THE FOLLOWING MANNER: |
| | 1. APPLY A MINIMUM 19-INCH-WIDE (483 MM) STRIP OF |
| | UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE |
| | EAVES. |
| | |
| | 2. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) |
| | SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 |
| | INCHES (483 MM). DISTORTIONS IN THE UNDERLAYMENT SHALL |
| | NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. |
| | 3. END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). |
| | 4. CORROSION RESISTANT FASTENERS ARE TO BE APPLIED |
| | ALONG THE OVERLAP AT A MAXIMUM SPACING OF 36 INCHES |
| | (914 MM) ON CENTER. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
